Summary for Test 2025-06-26-136-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995538
DEA: 024H0604
EFIS: 0218000073
DIST-CO-RTE-PM02-PLU,PLU-36-
Award Date11/05/2024
Closeout DateNot set
Work DescriptionCHESTER CAUSEWAY REHAB
Location DescriptionLASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key136
Date that the sample was received by the laboratory/organization performing the testing09/22/2026 Sample typeProduction Start-Up
A brief description of the sampleBinder PG 58-34 Non-Modified The quantity of what the sample constitutes2 cans
From where was the sample collectedManufacturer First name of sampler or witnessed byRandy
Last name of sampler or witnessed byBibble Title of samplerCGI Consultant
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction- Ward Lake
Transportation Laboratory (TL) Number857978 Inspector Lot Number from the Transportation Laboratory (TL) Form857978
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierHat Creek Construction- Ward Lake
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type1/2" HMA 25% RAP HMA Supplier Mix ID NumberNOT ON TL101

Test Details

DIME Sample ID: 2025-06-26-136
DIME Test ID: 2025-06-26-136-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-09-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/23/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.162 kPa
Phase Angle (δ) (for the 10 cycles): 82.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.342 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2025-06-26-136pdf484.80 KB09/23/20262025-06-26-136-1   Info

Test was verified on 9/24/2026 ✔